Modeling flood inundation induced by river flow and storm surges over a river basin

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Abstract

Low-lying coastal regions and their populations are at risk during storm surge events and high freshwater discharges from upriver. An integrated storm surge and flood inundation modeling system was used to simulate storm surge and inundation in the Tsengwen River basin and the adjacent coastal area in southern Taiwan. A three-dimensional hydrodynamic model with an unstructured grid was used, which was driven by the tidal elevation at the open boundaries and freshwater discharge at the upriver boundary. The model was validated against the observed water levels for three typhoon events. The simulation results for the model were in reasonable agreement with the observational data. The model was then applied to investigate the effects of a storm surge, freshwater discharge, and a storm surge combined with freshwater discharge during an extreme typhoon event. The super Typhoon Haiyan (2013) was artificially shifted to hit Taiwan: the modeling results showed that the inundation area and depth would cause severe overbank flow and coastal flooding for a 200 year return period flow. A high-resolution grid model is essential for the accurate simulation of storm surges and inundation.

Figures

  • Figure 1. Map of study area shown with dashed line: the land, the coastal sea, and the Tsengwen River are included in the model domain. Cyan color and white color represent the ocean and land, respectively.
  • Figure 2. Bathymetry and topography for (a) entire model domain and (b) zoom of Tengwen River.
  • Figure 2. Cont.
  • Figure 3. Unstructured grids for entire modeling domain including the Taiwan Strait, the Tsengwen River channel, and the land of the Tsengwen River basin.
  • Figure 4. Typhoon tracks for model validation (Typhoon Krosa, Typhoon Kalmagei, and Morakot) and model application (Typhoon Chebi). The value in the typhoon track represents center pressure (mb). Cyan color and white color represent the ocean and land, respectively.
  • Figure 5. Comparison of model predictions of water level with observation results at the Jianjung Fish Port for (a) Typhoon Krosa (2007); (b) Typhoon Kalmaegi (2008); and (c) Typhoon Morakot (2009). The blue interval represents the period of storm surge.
  • Figure 5. Cont.
  • Figure 6. Comparison of model predictions of water level with observation results at the Tsengwen Bridge for (a) Typhoon Krosa (2007); (b) Typhoon Kalmaegi (2008); and (c) Typhoon Morakot (2009). The flow represents the measured freshwater discharge at the upstream boundary (Erxi Bridge).

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CITATION STYLE

APA

Chen, W. B., & Liu, W. C. (2014). Modeling flood inundation induced by river flow and storm surges over a river basin. Water (Switzerland), 6(10), 3182–3199. https://doi.org/10.3390/w6103182

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